Citation: | JIA Hongyu, WU Weichang, YOU Gang, YANG Lei, PENG Qihui, ZHENG Shixiong. Damage Analysis of Long-Span Continuous Beam Bridges Under Strong Earthquakes[J]. Journal of Southwest Jiaotong University, 2023, 58(6): 1423-1431. doi: 10.3969/j.issn.0258-2724.20220072 |
The continuous beam bridge is often damaged or even collapses due to the earthquake and thus loses its traffic function. Therefore, it is important to study the damage mechanism of large-span continuous beam bridges under strong earthquakes to improve the bridge collapse resistance. Based on the finite element software ANSYS/LS-DYNA, a three-dimensional numerical model of the damage of a large-span continuous beam bridge under strong earthquakes was established, which considered the material nonlinearity of the bridge pier, the large deformation nonlinearity of the damage process, and the nonlinear collision of the beam end. In addition, nonlinear analysis was performed to visually simulate the damage process of the large-span continuous beam bridge under strong earthquakes. The seismic damage of the large-span continuous beam bridge was analyzed in terms of strain and displacement response, pier damage, and girder-platform collision. The study results show that the damage modes of the one-way ground motion input and two-way ground motion input are basically the same, and the damage mode is determined by the bridge structure, and the ground motion input mode has less influence; the seismic damage of the large-span continuous beam bridge involves a gradual development process; the concrete damage factor of the bridge pier accumulates to 0.99; the bending plastic damage occurs at the bottom of the fixed pier, and the bridge is damaged.
[1] |
游四方,郑史雄,贾宏宇,等. 地震作用下简支梁桥纵向碰撞模拟[J]. 铁道标准设计,2020,64(12): 59-66.
YOU Sifang, ZHENG Shixiong, JIA Hongyu, et al. Longitudinal colliding simulation of simply supported beam bridges under ground motions[J]. Railway Standard Design, 2020, 64(12): 59-66.
|
[2] |
刘磊,赵东升,朱瑜,等. 1993—2017年我国大陆地震灾害损失的时空特征[J]. 自然灾害学报,2021,30(3): 14-23.
LIU Lei, ZHAO Dongsheng, ZHU Yu, et al. Spatiotemporal characteristics of earthquake hazard losses in mainland China during 1993−2017[J]. Journal of Natural Disasters, 2021, 30(3): 14-23.
|
[3] |
HAO H, TANG E K C. Numerical simulation of a cable-stayed bridge response to blast loads, partⅡ: damage prediction and FRP strengthening[J]. Engineering Structures., 2010, 32(10): 3193-3205. doi: 10.1016/j.engstruct.2010.06.006
|
[4] |
谢文,孙利民. 采用耗能辅助墩的超大跨斜拉桥顺桥向地震损伤控制[J]. 中南大学学报(自然科学版),2013,44(11): 4672-4681.
XIE Wei, SUN Limin. Seismic damage control of long span cable-stayed bridges by supporting piers with energy dissipating in longitudinal direction[J]. Journal of Central South University (Science and Technology), 2013, 44(11): 4672-4681.
|
[5] |
仇清良,仇步云. 强震作用下大跨度连续梁桥的倒塌破坏研究[J]. 工程抗震与加固改造,2014,36(1): 57-60,134.
QIU Qingliang, QIU Buyun. Study on the collapse and failure of long-span continuous beam bridge under strong earthquake[J]. Earthquake Resistant Engineering and Retrofitting, 2014, 36(1): 57-60,134.
|
[6] |
黎雅乐,宗周红,黄学漾,等. 强震下钢筋混凝土连续梁桥非线性动力响应分析[J]. 东南大学学报(自然科学版),2016,46(6): 1271-1277.
LI Yale, ZONG Zhouhong, HUANG Xueyang, et al. Nonlinear dynamic response analysis of reinforced concrete continuous girder bridge under strong earthquake excitations[J]. Journal of Southeast University (Natural Science Edition), 2016, 46(6): 1271-1277.
|
[7] |
左烨,孙广俊,李鸿晶. 混凝土梁桥地震倒塌失效机制[J]. 南京工业大学学报(自然科学版),2018,40(3): 73-80,104.
ZUO Ye, SUN Guangjun, LI Hongjing. Failure mechanism of concrete girder bridges collapse during earthquakes[J]. Journal of Nanjing University of Technology (Natural Science Edition), 2018, 40(3): 73-80,104.
|
[8] |
王学伟. 公铁两用斜拉桥强地震作用下的连续倒塌过程数值模拟[J]. 西南公路,2018,147(3): 143-148.
|
[9] |
黎雅乐,宗周红,黄学漾,等. 基于倒塌分析的连续梁桥地震损伤评估方法[J]. 振动. 测试与诊断,2019,39(4): 867-874,911.
LI Yale, ZONG Zhouhong, HUANG Xueyang, et al. Collapse analysis-based seismic damage evaluation of continuous girder bridge[J]. Journal of Vibration, Measurement & Diagnosis, 2019, 39(4): 867-874,911.
|
[10] |
陈敬一,杜修力,韩强,等. 摇摆双层桥梁地震反应及抗倒塌能力分析[J]. 工程力学,2020,37(10): 56-69.
CHEN Jingyi, DU Xiuli, HAN Qiang, et al. Analysis of seismic response and overturning resistance of rocking double-deck bridge system[J]. Engineering Mechanics, 2020, 37(10): 56-69.
|
[11] |
周艳,张雷明,刘西拉. 美国Cypress高架桥地震倒塌的仿真分析[J]. 岩石力学与工程学报,2005,24(17): 3035-3044.
ZHOU Yan, ZHANG Leiming, LIU Xila. Collapse simulation and analysis of Cypress viaduct during Loma Prieta earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17): 3035-3044.
|
[12] |
徐俊祥,刘西拉. 地裂时桥梁倒塌过程研究[J]. 中国铁道科学,2008,29(1): 17-21.
XU Junxiang, LIU Xila. Study on bridge collapse resulting from fault rupture[J]. China Railway Science, 2008, 29(1): 17-21.
|
[13] |
JOHNSON N, RANF R T, SAIIDI M S, et al. Seismic testing of a two-span reinforced concrete bridge[J]. Journal of Bridge Engineering, 2008, 13(2): 173-182. doi: 10.1061/(ASCE)1084-0702(2008)13:2(173)
|
[14] |
MURRAY Y D, LEWIS B A. Numerical simulation of damage in concrete[R]. Colorado Springs: APTEK, Inc., 1995.
|
[15] |
SIMO J C, JU J W. Strain-and stress-based continuum damage models—I. formulation[J]. International Journal of Solids and Structures, 1987, 23(7): 821-840. doi: 10.1016/0020-7683(87)90083-7
|
[16] |
MURRAY Y D. Users manual for LS-DYNA concrete material model 159, FHWA-HRT-05-062[R]. Colorado Springs: APTEK, Inc., 2007.
|
[17] |
BRUGGI M. Generating strut-and-tie patterns for reinforced concrete structures using topology optimization[J]. Computers & Structures, 2009, 87(23/24): 1483-1495.
|
[18] |
Livermore Software Technology Corporation. LS-DYNA theory manual[M]. Livermore: Livermore Software Technology Corporation, 2019.
|
[19] |
张沧海. 大跨度桥梁多向多点激励地震反应分析[D]. 哈尔滨: 中国地震局工程力学研究所, 2011.
|
[20] |
MUTHUKUMAR S, DESROCHES R. A Hertz contact model with non-linear damping for pounding simulation[J]. Earthquake Engineering & Structural Dynamics, 2006, 35(7): 811-828.
|